Pembina LPOE Concrete Simplified Award Tunheim.pdf

Sol. Reference No.47PJ0024R0048 GSA Contract No 47PJ0024P0027

Document: C101-SAT-GC/Deceember 2023 (The Agreement)

Simplified Acquisition Construction Contract for the concrete replacement project at the Pembina LPOE

The Agreement

Table of Contents

I. Project Information A. Project Summary B. The Contract C. Period Of Performance D. Work Conditions/Site Requirements E. Authorized Representatives F. Contract Liquidated Damages Rate G. Buy American Exceptions H. Statement of Work, Specifications, Drawings

II. Prices

A. Basis of Pricing B. Contract Price Form

III. General Provisions

A. Commencement, Prosecutions and Completion of Work B. Contractor Responsibilities C. Material and Workmanship D. Project Schedule E. Interpretation of Specifications and Drawings F. Submittals G. Government’s Right to Stop Work for Non-Compliance H. Other Contracts I. Use and Possession Prior to Substantial Completion J. Finality of Contract Modifications K. Liquidated Damages L. Insurance Requirements M. Administrative Matters N. Bonds O. Requirements for GSA Information Systems

IV. Contract Clauses

A. Clauses Incorporated in Full Text

1. FAR 52.223-2 Affirmative Procurement of Biobased Products Under

Service and Construction Contracts (SEPT 2013)

2. FAR 52.223-9 Estimate of Percentage of Recovered Material Content for EPA-Designated Items (MAY 08)

3. FAR 52.225-9 Buy American—Construction Materials (OCT 2022)

4. FAR 52.228-13 Alternative Payment Protections (July 2000)

5. GSAR 552.204-9 Personal Identity Verification Requirements (APR

2023)

6. FAR 52.204-25, Prohibition on Contracting for Certain

Telecommunications and Video Surveillance Services or Equipment

(NOV 2021)

7. FAR 52.232-40, Providing Accelerated Payments to Small Business Subcontractors (MAR 2023)

8. FAR 52.228-11, Pledges of Assets (DEVIATION APR 2020) B. Clauses Incorporated by Reference

I. Project Information

I.A. Project Summary

This project is to replace concrete at the Pembina LPOE.

I.B. The Contract

(1) The Contract consists of the SF1442, the Agreement, the Statement of Work, Specifications, Drawings, Exhibits, Amendments, Modifications, and other Attachments identified herein (collectively, the Contract Documents). The Contract contains the entire agreement of the Parties, and no prior written or oral agreement, express or implied, shall be admissible to contradict or modify any part of the Contract.

(2) The Contractor shall provide and pay for all labor, materials, equipment, tools, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution of the work described in and reasonably inferable from the Contract

Documents (the Work), whether temporary or permanent. In consideration for, and upon condition of, the Contractor's completion of the Work, GSA shall pay the

Contractor the price or prices established in Section II, subject to the terms and conditions set forth in this Contract.

I.C. Period of Performance

(1) Commencement. The Contractor shall commence performance of the Work within

10 days after the Contractor receives the Notice to Proceed (NTP).

(2) Substantial Completion. The Contractor shall achieve Substantial Completion of the

Work, as that term is defined in this Agreement, no later than 80 calendar days from issuance of Notice to Proceed (NTP).

(3) Contract Completion. The Contractor shall achieve Contract Completion, as the term is defined in this Agreement, within 10 calendar days of Substantial Completion.

I.D. Work Conditions/Site Requirements

Exterior

I.E. Authorized Representatives

(1) This Contract is between the United States of America, acting by and through the

Administrator of General Services (GSA), and the Contractor (the Parties). References in this Contract to "the Owner" or "the Government" shall be understood to refer to GSA.

The following individual is designated as the only authorized GSA representative under this Contract, unless other warranted contracting officers are designated in writing:

Authorized Representative Information:

Contracting Officer’s Information

Name: Cody Lee

Address: 657 2nd Ave N Suite 244

Telephone: 701-566-6124

Email: cody.lee@gsa.gov

(2) For the applicable authorities and limitations see Section IV of this Agreement, GSAR 552.236-70.

I.F. Contract Liquidated Damages Rate In accordance with GSAR 552.211-12, Liquidated Damages – Construction, in Section

IV of this Agreement, liquidated damages shall be calculated at the rate of $ per calendar day. NA

I.G. Buy American Exceptions

For the applicable Buy American clause and any exceptions, see Section IV of this Agreement.

I.H. Statement of Work, Specifications, Drawings, Exhibits, and Other Attachments

The following documents are incorporated by reference into this Contract.

(1) Statement of Work for GSA Contract No. 47PJ0024P0027, Dated 2/12/2024

(2) Construction Drawings for GSA Contract No. 47PJ0024P0027, Dated 2/12/2024

(3) Wage Determination ND20240006, Dated 3/22/2024

CONSTRUCTION SCOPE OF WORK

U.S. GENERAL SERVICES ADMINISTRATION, ROCKY MOUNTAIN REGION 8

Date: 2/12/24 Revision: None

Section 1: Project Title

Pembina Concrete Work 2024

Section 2: Project Location, Building Name, & Building Number

Pembina Border Station 10980 Hwy 29 112 W Stutsman Pembina, ND 58271 Building Number: ND0545AO, ND0546AO, ND0547AO, ND0550AO

Section 3: Contact List

Contracting Officer (CO) Name: Cody Lee Email: cody.lee@gsa.gov Address: 657 2nd Ave North Fargo, ND 58102 Phone (O): 701-566-6124

Development Project Manager Name: Jesse Johnson Email: jesse.johnson@gsa.gov Address: 220 East Rosser Ave Bismarck, ND 58501 Phone (O): 701-557-9649 Phone (C): 701-202-9036

Property Manager Name: Theuns Steyn Email: theuns.steyn@gsa.gov Address: 100 1st Street SW Minot, ND 58701 Phone (O): 303-236-0433

Section 4: Project Background & Project Description Most of these concrete replacement projects are already surrounded by existing concrete therefore concrete forming may not be needed in most cases.

• Pembina – ND0545 - This concrete work consists of the demolition of the two existing gravel islands, as seen in the “Section 15 Site Layout” below. A new poured in place concrete drive pad shall be installed where the old one was removed. The north pad will be approximately 25’ x 30’ and the south pad is approximately 25’ x 64’. Demo the concrete up to the existing expansion joint, a saw cut will be needed on the south side of each pad to distinguish both pads south edge approx. 50 LF or 25 LF for each pad. The pads shall be a minimum of 6” thick with #4 reinforcing bars. The contractor shall use existing gravel as a base for the concrete pad, and the gravel pad shall be a minimum of 6” thick.

• Pembina - ND0546 - This concrete work consists of the demolition of the existing degraded drive lane concrete pad on the west end of the main building, as seen in the “Section 15 Site Layout” below. A new poured in place concrete drive pad shall be installed where the old one was removed. This pad is approximately 1,460 sf and is approximately 12” thick with #5 reinforcing bars. The area will be delineated with paint prior to construction.

• Pembina - ND0547 – North Side, New Entrance to Port: This concrete work consists of the demolition of the existing curb and gutter both sides, approximately 130 LF. The stamped concrete in between the curb and gutter will also need to be removed, which is approximately 270 SF. The new concrete in this area will consist of a curb and gutter on the north side, approximately 25 LF and a curb and gutter on the south side approximately 30 LF, as indicated by the red lines in the pictures below. A concrete pad will make up the new drive entry to the port, approximately 460 SF. South Side, Existing Entry Closure: This work consists of cutting and demoing the existing concrete pad to fit the new curb and gutter system. Refer to the curb and gutter detail below, the curb and gutter assembly is approximately 95 LF (190 LF of C&G). The space between the C&G will be filled with 6” concrete, approximately 200 SF. The angled ramp on the south end of the existing C&G will need to be removed.

• Pembina - ND0550 - This concrete work consists of the demolition of the existing degraded sidewalk approach. This approach is approximately 50 SF as seen in the pictures below. The new walk approach shall have the ADA Tactile Paving (Truncated Dome Pad) and paint like existing. This approach shall be 4” and the C&G shall match existing detail, with #4 reinforcing bars, 12” OC. This work also includes the demo of a concrete pad (approximately 320 SF) that surrounds a circular maintenance hatch. The idea is to leave the existing circular pad for the maintenance hatch and pour a new pad at the same height of the circular pad and slop it to the existing pad surroundings. Pinning the new concrete pad to the existing with # 5 rebar, this entire pad shall be 12” thick and reinforced with #5 reinforcing bars.

Section 5: Project Objectives The contractor shall provide labor, materials, equipment, and supervision necessary to perform:

1) All 4” concrete (sidewalks and non-vehicular traffic only) shall be 3500 psi at a minimum with 6% - 8% air entrainment and have no more than a 4” slump.

2) All 6” concrete (Any Vehicular Traffic >20,000 lbs.) shall be 4000 psi at a minimum with 6% - 8% air entrainment and have no more than a 4” slump.

3) All 8” < concrete (Any Tractor Trailer Traffic) shall be 4500 psi at a minimum with 6% - 8% air entrainment and have no more than a 4” slump.

4) All reinforcement shall be #4 or #5 grade 60, deformed rebar shall be used and installed according to industry standard but no more than a 16” grid and tied at every other lap. All drivable surfaces shall have a minimum #4 rebar 12” OC in 6” thick concrete.

5) Concrete shall contain:

a. ≥ 15% fly ash or

b. ≥ 25% ground granulated blast-furnace (GGBF) slag

6) Forms shall be removed, and all exposed vertical surfaces be rubbed and finished to provide a surface free of honeycomb or depressions prior to concrete reaching optimum cure.

7) All concrete shall be finished with a medium broom finish perpendicular to traffic to prevent slipping.

8) Spray curing compound immediately after finishing. Curing compounds shall have “fugitive” pigments that dissolve over time to provide non-tinted/non-stained concrete.

9) If weather conditions cause rapid drying of eh pavement surface, use a fogger to apply a fine mist to the concrete surface for interim curing. Fog immediately behind the tinning float and maintain fogging to produce a sheen on the surface until the curing is applied, do not apply with brushes.

10) If ambient temperature falls below 40ºF, maintain the concrete surface temperature between 40ºF and 90ºF for the duration of the curing process. If High-early strength concrete is used maintain the surface temperature between 50ºF and 90ºF. Conduct heating operations to avoid sudden temperature changes in the concrete, before removing any enclosures, decrease the concrete’s surface temperature to the air temperature at a rate not to exceed 15ºF per hour.

11) The contractor shall restore all landscape affected by this project to its original or better condition.

12) Contractor shall make sure suitable material is used as a base material. NDDOT class 5 or better granular material shall be used for base and be a minimum of 6” in depth.

13) Contractor shall compact base/fill material in 6” lifts.

14) Contractor may use admixtures to minimize curing time, for additional admixtures and retarders may be advisable for hot or cold weather conditions. Any and all admixtures must be submitted for approval before use.

15) The contractor must provide a certificate of compliance from supplier for every load of concrete delivered to the site.

16) No dowels shall be installed where expansion joints are used for isolation.

Expansion joint shall be used per industry standards.

17) Chairs shall be used to support rebar for concrete placement.

18) Compaction Testing: Sidewalks and concrete not subject to vehicle traffic shall be compacted using Ordinary Compaction Methods. Base shall not yield when driven over with a rubber tire loader.

19) Concrete Testing: Each pad shall have (2) two concrete cylinders for testing compression strength. The first cylinder should be broken at 7 days and the second one will be a 28-day break. The 28-day break could be subject to change depending on first break. The 28-day break is not needed if the 7-day break meets minimum PSI standards.

20) Control joints are to be cut or spaced evenly throughout the new concrete and spaced equal to sidewalk width. Joints are to be cut at a depth of ¼ the thickness of the slab, but not less than 1” with a 3:2 depth to width ratio.

21) Sealant to be applied at perimeter of all new concrete. Sealant is to be polyurethane selected per ASTM C1193 Standard Guide for Use of Joint Sealants and suitable for adhesion to concrete, standing water environment and UV resistant. A backer rod shall be installed in a manner to produce the shape factor for the sealant specified. The sealant shall be tooled to produce a slightly concave surface approximately 1/4" below the pavement surface.

22) All work shall comply with codes and standards applicable to each type of work through the course of this project. Contractor shall also comply with the requirements of GSA BuildGreen Standards, and PBS P-100.

23) It is up to the contractor to locate all underground utilities before you dig. Any underground, conduit, cabling, pipes etc. shall be replaced if damaged.

Section 6: Proposal Pricing & Site Walk

1) Pre-proposal Site Visit Meeting:

a) The site visit shall consist of a meeting to review construction requirements followed by a walk-thru of the project site. The meeting shall be attended by the contractor and GSA project personnel, and appropriate sub-contractors.

b) Review existing conditions of the project area including any field verification.

c) Review the solicitation/evaluation requirements.

2) Cost Proposal Requirements:

a) When submitting a proposal, provide a cost breakdown for each task into the following categories: Materials, equipment, labor hours, subcontractor's quotes, overhead, profit, and bond broken down into shell, tenant improvement (TI) (by tenant), Building- Specific Amortized Capital (BSAC), and environmental (as applicable). Follow P120 guidelines for tier level 3 based on project triage tool. Pricing shall be broken down by Construction Specification Institute (CSI) divisions.

b) Base Bid – Bid each area separate as such ND0545, ND0546, ND0547, ND0550

Section 7: Period of Performance

Once notice to proceed has been issued, the contractor has 90 calendar days to complete the project. The contractor must also promptly begin the badging process at the time of notice to proceedExtensions will be granted for unforeseen conditions and other factors outside of the contractor’s control at the Contracting Officer’s discretion.

Section 8: Universal Scope Requirements

• ALL of the requirements in this section are MANDATORY for ALL GSA projects

• See the attached Universal Scope Requirements document for the full details outlining each item

• Failure to comply with any and all of the requirements will result in the project not being accepted as complete

REQUIREMENTS for ALL Projects (Construction, Design & Design/Build)

a. Safety and Health Program

b. Asbestos Containing Materials. To comply with federal and state regulations as well as GSA policy, an asbestos pre-alteration assessment is required for all construction projects as outlined in Section B of the Universal Scope Requirements.

c. Lead Containing Paint / Lead Based Paint

d. Accessibility

e. Green Purchasing

f. Construction Indoor Air Quality (IAQ) Management Plan

g. Construction Waste Diversion

REQUIREMENTS for ALL projects IF APPLICABLE (Remove if not needed

AFTER consulting with OFM and/or other appropriate groups)

h. Excavation Permit

i. Utility Locates

j. gBuild

k. Historic Compliance

l. Commissioning (for all new AHUs or all new building system equipment)

m. GSA IT Network

n. Building Monitoring and Control Systems (BMC)

o. Advanced Metering System

p. Sustainable Environmental Management System (SEMS)

Section 9: Submittals

1) Contractor shall submit a Method of Procedures (MOP) to the GSA Delivery Project Manager (PM) for approval prior to commencement of work. At a minimum, the MOP shall include:

a) Brief narrative describing method of accomplishment, construction techniques, etc

b) Project schedule (to include critical path, major milestones, long lead time items, mob & de-mob, inspection dates, substantial completion, and occupancy dates)

c) Service/Utility Outages (if necessary)

d) Phasing schedule (if necessary)

e) Any building infrastructure/BAS equipment that may be impacted.

2) Manufacturer's specifications, instructions and material specification sheets in original form.

3) All new equipment and anything requiring a preventative maintenance plan shall be inputted into Maximo upload template. Contractor must provide the following information: Manufacturer, Model Number, Part Number, Serial Number, Any Manufacturer Warranty Information.

4) Submittal register/ log for all products specified to establish a standard of quality to include. Submittal register response by the government shall be (7) calendar days or less.

a) For pricing purposed please assume 1 hard copy of submittals and 1 electronic copy to be sent to the project manager. Distribution list including final quantities will be finalized after receipt of the submittal log/ register by GSA project manager.

5) If product samples are not submitted in a timely fashion, any delays caused by the contractor will not warrant a time extension. After completion of all work, the Contractor shall submit to the project manager the manufacturer's specifications, instructions and material specification sheets in original form. Additionally, the Contractor shall submit all inventory changes (removals, additions, upgrades, etc., and new condition codes) to the COR.

6) Submittal response by the government shall be 7 calendar days or less.

7) Submittals: Admixtures, Test Reports, Curing Compound, Sealant Data, Certificate of Compliance for Concrete.

Section 10: General Requirements

1) Contractor Use of the Premises

a) During the period of the project, the contractor will have access to the site only during business hours of 6:00 am 6:00 pm. No on-site work shall be performed outside these hours or on holidays unless otherwise directed by the Contracting Officer. The contractor will need to coordinate with the Contracting Officer to arrange access to the parking lot. The contractor shall make every effort to cause a minimum of damage to parking lots, any other paved areas, any items that need to be moved during the course of the project, and any areas not included in this scope of work. Any damage caused will be repaired at the contractor’s expense.

2) Progress Meetings

a) Progress meetings are not required for this project. The project manager and building team representative shall make daily inspections of the work progress.

3) Equipment The contractor shall provide all equipment associated with the entire project, operate in a safe manner and adhere to all OSHA and GSA standards.

4) Equipment and Material Storage The contractor shall provide and store all equipment, the materials specified above, and any other materials required completing the project. The materials are required to be kept clean and dry throughout the duration of the project.

Contractor to coordinate with building manager for location of storage sheds.

5) Sanitary Facilities Provide and maintain temporary toilet facilities in accordance with State Health Department and GSA requirements.

6) Electricity, Water, and Gas GSA will pay for electricity, water, and gas during the course of this project.

The contractor is responsible for making connections to the existing systems.

Temporary electrical work shall meet the requirements of NFPA 70-1996 (NEC), Article 305. When temporary connections are removed, restore existing utility services to their original condition.

7) Contractor’s Field Office The contractor may provide an office for their own use. Size, location, and construction shall be subject to approval.

8) Fire Watch Contractor shall be responsible for providing fire watch if required per attached GSA fire watch guidelines.

9) Fire Alarm Impairment and Hot Work When a fire suppression or alarm system impairment is required, contractor shall provide written outage request to GSA for approval in advance of impairing any systems. Contractor shall be responsible for having a GSA approved NICET certified fire alarm contractor perform all system impairments. During fire alarm/suppression impairments or hot work procedures, contractor shall provide a fire watch per the GSA Regional Fire Watch Guidelines.

10) Protection of Public The building site will continue to be used by tenants. The contractor shall fence, barricade, or otherwise block off the immediate work area to prevent unauthorized entry. The contractor shall illuminate barricades and obstructions at night and maintain safe building access and egress for tenants.

11) Housekeeping The project site shall be kept in a neat, orderly, and safe condition at all times.

The contractor shall provide enough containers for collecting construction debris and construction materials to be recycled. The contractor shall wet down dry materials and rubbish to prevent blowing dust and keep volatile wastes in covered containers.

12) Transportation and Deliveries The contractor shall arrange deliveries of materials in accordance with construction schedules; coordinate with COR to avoid conflict with other tenants and other work conditions at the site. Contractor must make GSA PM & CO aware of any lead times that may affect the project schedule.

13) Cleaning Before scheduling the final inspection, the Contractor shall accomplish six items: (1) Remove all tools, equipment, surplus material, and rubbish; (2) Restore or refinish, to original condition, surfaces that are damaged due to the work of this contract; (3) Remove grease, dirt, stains, foreign materials, and labels from finished surfaces; (4) Thoroughly clean building interiors; (5) Pickup all construction debris from the site; and (6) At time of final inspection, project shall be thoroughly cleaned and ready for use.

14) Disruptive Work All painting, staining, or other activity which may cause noxious or undesirable fumes and/ or any noisy work that may be disruptive to the tenants/ public must be performed after normal working hours. The use of paint or stain that does not generate odors is preferred and may be required if the space will be occupied the following day with prior written approval from

GSA.

Section 11: Badging & Security

1) Contractor is responsible to follow GSA’s security and badging requirements as detailed in the attached Badging & Security Requirements (Vendor Fitness Determination Training Manual).

2) The contractor may be subjected to additional background checks by the local agency at any border station projects.

3) US Access shared enrollment centers can be found at fedidcard.gov. Travel distances to the nearest center should be accounted for during the badging process.

Section 12: Payments

1) Information regarding payment requests and payment is in the solicitation/ contract. Please contact the CO if you have any questions regarding payments.

Section 13: Substantial Completion & Final Inspection

1) When project, or designated portion of project is complete, request a final inspection. Upon receipt of request that project is substantially complete, the Contracting Officer will proceed with the inspection within ten days of receipt of request or will advise the contractor of items that prevent the project from being designated substantially complete.

2) The contractor shall provide O&M manuals. The O&M manuals shall contain the following:

o Executed Warranties (at project completion) o Maintenance and operation manuals http://fedidcard.gov/

Section 14: Attachments

1) Universal Scope Requirements

2) Badging & Security Requirements (Vendor Fitness Determination & Training

Manual)

Section 15: Site Layout

Section 16: Building 545 Pictures

Section 17: Building 546 Pictures

546 Work

Section 18: Building 547

Curb & Gutter Detail

North Curb Radius by (North) New Entrance

South Curb Radius by (North) New Entrance

Section 19: Building 550

"General Decision Number: ND20240006 03/22/2024

Superseded General Decision Number: ND20230006

State: North Dakota

Construction Type: Highway

Counties: North Dakota Statewide.

HIGHWAY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order

13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |� Executive Order 14026

|into on or after January 30, | generally applies to the

|2022, or the contract is | contract.

|renewed or extended (e.g., an |� The contractor must pay

|option is exercised) on or | all covered workers at

|after January 30, 2022: | least $17.20 per hour (or

| | the applicable wage rate

| | listed on this wage

| | determination, if it is

| | higher) for all hours

| | spent performing on the

| | contract in 2024.

|If the contract was awarded on|� Executive Order 13658

|or between January 1, 2015 and| generally applies to the

|January 29, 2022, and the | contract.

|contract is not renewed or |� The contractor must pay all|

|extended on or after January | covered workers at least

|30, 2022: | $12.90 per hour (or the

| | applicable wage rate listed|

| | on this wage determination,|

| | if it is higher) for all

| | hours performing on that

| | contract in 2024.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the

Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/05/2024

1 03/22/2024

* ELEC0714-018 01/01/2024

ADAMS, BILLINGS, BOTTINEAU, BOWMAN, BURKE, DIVIDE, DUNN,

EMMONS, GOLDEN VALLEY, GRANT, HETTINGER, MCHENRY, MCKENZIE,

MCLEAN, MERCER, MOUNTRIAL, OLIVER, PIERCE, RENVILLE,

ROLLETTE,

SHERIDAN, SOIUX, SLOPE, WARD, & WILLIAMS COUNTIES:

Rates Fringes

ELECTRICIAN

CABLE SPLICER...............$ 51.67 8.55+29.5%

ELECTRICIAN.................$ 49.68 8.3+29.5%

* ELEC0714-019 01/01/2024

LINE CONSTRUCTION

CABLE SPLICER...............$ 51.67 8.55+29.5%

GROUNDMAN...................$ 29.24 8.5+29.5%

LINE EQUIPMENT OPERATOR.....$ 43.87 8.55+29.5%

LINEMAN.....................$ 51.67 8.55+29.5%

* ELEC0714-020 01/01/2024

BURLIEGH, MORTON, STARK:

CABLE SPLICER...............$ 51.67 29.5%+8.55

ELECTRICIAN.................$ 48.00 7.80+29.5%

ELEC1426-002 06/01/2023

BARNES, BENSON, CAVALIER, DICKEY, EDDY, FOSTER, GRAND

FORKS,

GRIGGS, KIDDER, LA MOURE, LOGAN, MCINTOSH, NELSON, PEMBINA,

RAMSEY, RANSOM, RICHLAND, SARGENT, STEELE, STUTSMAN,

TOWNER,

TRAILL, WALSH, AND WELLS COUNTIES

CABLE SPLICER...............$ 42.42 11.5%+12.79

ELECTRICIAN.................$ 40.65 11.5%+12.79

ENGI0049-021 10/01/2023

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 34.05 20.65

GROUP 2.....................$ 32.65 20.65

GROUP 3.....................$ 32.40 20.65

GROUP 4.....................$ 32.25 20.65

GROUP 5.....................$ 31.40 20.65

GROUP 6.....................$ 30.60 20.65

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: All Cranes 60 tons and over, Cranes doing piling, sheeting, dragline/clam work, Derrick(Guy & Stiff), Gentry

Crane Operator, Helicopter Operator, Mole Operator or

Tunnel Mucking Machine, Power Shovel 3-1/2 CY. and over and

Traveling Tower Crane.

GROUP 2: All Cranes 59 tons and under, Backhoe Operator

CY. and over, Creter Crane, Dredge Operator 12' and Over, Equipment Dispatcher, Equipment Foreman, Finish Dozer, Finish Motor Grader, Front End Loader Operator 8 CY. and over, Master Mechanic (When supervising 5 or more

Mechanics), Mon-o-rail Hoist Operator, Power Shovel up to and including 3-1/2 CY. and Tugboat.

GROUP 3: Lazer-Screed Operator, Asphalt Paving Machine

Operator, Asphalt Plant Operator, Automated Grade

Trimmer, Backhoe Operator 1 CY. up to and including 2-1/2 CY., Boom

Truck Hydraulic (8 Tons & over), Cableway Operator, Concrete Batch Plant Operator(electronic or manual), Concrete Mixer Paving Machine Operator, Concrete Paver-

Bridge Decks, Concrete Pump, Concrete Spreader Operator &

Belt Placer, Crushing Plant Operator, Dozer Operator, Dredge Operator or Engineer 11'' and under, Drill Rigs, Heavy Duty Rotary or Chum or Cable Drill, Front End

Loader

(3-1/2 CY. up to and including 7-1/2 CY.), Gravel Washing

Screening Plant Operator, Locomotive, all types, Mechanic or Welder(heavy duty), Motor Grade Operator, Pavement

Breaker (Non-Hydro Hammer type, Pipeline Wrapping, Cleaning

& Bending Machine Operator, Power Actuated Auger and

Horizontal Boring Machine Operator 6'' and over, Refrigeration Plant Engineer, Roto Milling Machine

(Surface

Planer) 43'' & over, Scraper Operator, Slip Form

Concrete

Paving Operator, Tandem Pushed Quad 9 or similar, Tractor with Boom Attachment, Trenching Machine- 100 HP. and over.

GROUP 4: Articulated/Off Road Hauler, Asphalt Dump Person

(Controls the Spread of Asphalt), Asphalt Paving Screed

Operator, Backhoe - up to and including 1/2 CY., Boring

Machine locator, Console Board Operator, Curb Machine

Operator, Distributor Operator (Bituminous), Forklift

Operator, Front End Loader- 1-1/2 CY. up to and including

Cubic Yards (Machine Standard Mfg. Rating), Fuel/Lube

Truck

Operator, Grade Person (Responsible for Establishing and

Determining Grade through Instrumentation), Gravel

Screening Plant Operator (not Crushing or Washing), Greaser, Hydro-VAC and Hydro Excavator Self-Propelled, Longitudinal Float and Spray Operator, Micro surfacer

Machine, Motor Grade Operator-Hual Roads, Paving Breaker-

Hydro Hammer Type, Pugmill Operator, Push Tractor, Roller, Steel & Rubber on Hot Mix Asphalt Paving, Rotomill

Machine

(Surface Planer), up to and including 42'', Rumble Strip

Machine, Sand and Chip Spreader, Self-propelled

Sheepsfoot

Packer with or without Blade attachment, Self-propelled

Traveling Soil Stabilizer, Sheepsfoot Packer with Dozer attatchment- 100 HP and over, Shouldering Machine, Slip

Form, Curb & Gutter Operator, Slurry Seal Machine, Tamping

Machine Operator, Tie Tamper and Ballast Machine, Trenching

Machine Operator- 46 HP up to and including 99 HP, Truck

Mechanic, Well Points, Tub Grinder.

GROUP 5: Boom Truck- A- Frame or Hydraulic 2 tons up to including 7 tons, Broom-Self propelled, Concrete Saw

(Power

Operated), Cure Bridge Operator, Front End Loader

Operator, less than 1-1/2 CY., Mobile Cement Mixer-Non-Truck, Power

Actuated Auger & Horizontal Boring Machine Operator up to and including 5"", Roller, on other than Hot Mix Asphalt

Paving, Oilers, Vibrating Packer Operator (Pad Type)

Self-propelled, Water Spraying Equipment-Self Propelled, Skidsteer Operator with Attachments.

GROUP 6: Brakeman or Switchman, Dredge or Tugboat

Deckhand, Drill Truck Gravel/Testing Operator, Form Trench Digger

(Power), Gunite Operator Gunall, Paint Machine Striping

Operator, Pick-up Sweeper, 1CY. & over Hopper Capacity, Scissor Jack-Self Propelled Platform Lift, Straw Mulcher, Blower and Straw Press, Stump Chipper Operator, Tillage

Equipment Operator, Tractor Pulling Compaction or

Aerating

Equipment and No Till Drills, Trenching Machine Operator-up to and including 45 HP., Assistant/Apprentice

Operator.

TEAM0638-004 10/01/2023

TRUCK DRIVER

Euclid over 20 yds..........$ 33.92 16.90

Single Axle Trucks..........$ 31.97 16.90

Tandem Tri Axle Semi, Low

Boy and Off Road Heavy

Duty End Dumps 20 yds & under.......................$ 32.40 16.90

Tandem Tri/ Axle Truck......$ 32.09 16.90

SUND2023-001 10/16/2020

CARPENTER........................$ 35.85 7.60

CEMENT MASON/CONCRETE FINISHER...$ 35.85 7.60

Cass County.................$ 35.35 16.32

LABORER

GROUP 1.....................$ 27.65 3.15

GROUP 2.....................$ 27.90 3.15

GROUP 3.....................$ 28.05 3.15

GROUP 4.....................$ 28.80 3.15

LABORERS CLASSIFICATIONS

GROUP 1: General Construction Laborers: Sack Shaker

(cement and mineral filler): Pipe Handler: Drill Runner Tender:

Salamander Heater and Blower Tender, Light truck, Pickup

Driver, Flaggers and Pilot Car Drivers.

GROUP 2: Semi Skilled Laborer: Bulk Cement Handler:

Conduit

Layer, Telephone or Electrical: Form Setter (pavement):

Gas

Electric or pneumatic tool operator: Chipping Hammer, Grinders and Paving Brakers (tamper-drit) Concrete

Vibrator

Operator: Chain Saw Operator: Concrete Saw Operator:

Concrete Curing Man (not water): Bituminous worker

(Shoveler, Dumper, Raker and Floated): Kettleman

(bituminous or lead): Concrete Bucket Signlman: Power

Buggy

Operator: Brick and Mason Tender: Multiplate Pipelayer:

Culvert Pipe Layers: Carpenters Tenders.

GROUP 3: Caisson Worker: Bottom Man (sanitary sewer, storm sewer water and gas liners): Concrete Mixer Operator (one bag capacity): Mortar Mixer.

GROUP 4: Pipe Layers (sanitary sewer, storm sewer, water gas lines): Drill runner (includes Wagon Churn or Air

Track) Powderman, Gunite and Sandblast, Nozzleman, Reinforcing Steel Setters/Tiers, Concrete Finishers

Tender.

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick

Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the

EO

is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or

""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers.

indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July

1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour

Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator

U.S. Department of Labor

The request should be accompanied by a full statement of interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

U.S. Department of Labor

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

II. Prices

II.A. Basis of Pricing

(1) Contract Prices. All Contract prices set forth in this Section include all costs necessary to complete the work for which the price is established (e.g., Base Contract, Unit Price, Options) in accordance with the Contract Documents, including, but not limited to, the cost of work performed by subcontractors and consultants, indirect costs, fees, expenses, taxes, and profit.

(2) Knowledge of Conditions Affecting Price. FAR 52.236-3, Site Investigations and Conditions Affecting the Work, is incorporated by reference in this Contract. The Contractor shall be presumed to have established all prices with knowledge of general and local conditions that may affect the cost of Contract performance at the site where the Work is to be performed, to the extent that such information is reasonably obtainable.

(3) Unit Prices and Allowances. If any portion of the Work is to be performed on a unit price basis, the Unit Price shall include all costs of coordinating and incorporating the unit-priced portion of the Work into the Base Contract Work. The Contractor shall only be obligated to perform unit-priced work to the extent that an Allowance has been established. The Contractor shall be obligated to perform such work in excess of a unit quantity for which an Allowance is established only if directed by the Contracting Officer in writing. The Contractor shall be bound to the unit price or prices set forth herein in all equitable adjustments for changes including unit priced work, and no markups shall be applied to such unit prices.

(4) Options. If any portion of the Work is to be performed upon the timely exercise of an Option, the Option Price shall include all costs of coordinating and incorporating the Option-priced portion of the Work into the Base Contract Work. An adjustment to the Contract price for such additional work shall be computed solely on the basis of the Option price or prices set forth herein. Unless otherwise specified, all options may be exercised within 90 days of Contract award.

(5) Bid Rates. If this Contract includes Bid Rates to be used in determination of equitable adjustments (e.g., overhead, profit, daily rates for time-related costs), such rates shall be deemed to include all costs recoverable as components of an equitable adjustment consistent with the requirements, definitions, and exclusions applicable to equitable adjustments set forth in this Contract, and consistent with the Contractor's cost accounting practices. Unless otherwise specified, the bid rates shall be deemed to include only the Contractor's costs, and not the costs of any subcontractors.

II.B. Contract Price Form

Please use SF1442.

III. Terms and Conditions

III.A. Commencement, Prosecution, and Completion of Work

FAR 52.211-10, Commencement, Prosecution, and Completion of Work and GSAR 552.211-10, Commencement, Prosecution and Completion of Work is supplemented as follows:

The Contractor shall diligently prosecute the Work so as to achieve Substantial Completion of the Work, as defined in GSAR 552.211-70 Substantial Completion (Mar 2019) and the time specified in Section I (Project Information), “Period of Performance” clause. If the Contract specifies different completion dates for different phases or portions of the Work, the Contractor shall diligently prosecute the Work so as to achieve Substantial Completion of such phases or portions of the Work within the times specified.

III.B. Contractor Responsibilities

GSAR 552.236-71, Contractor Responsibilities is located in Section IV.A. of this Agreement and is supplemented as follows:

(1) The Contractor shall secure and pay for all necessary permits and governmental fees, licenses, and inspections that are customarily secured after award of the Contract and that are legally required at the time of award. The Contractor shall provide a copy of the permits required for execution of the work to the Contracting Officer prior to commencement of any related work.

III.C. Material and Workmanship

All equipment, material, and articles incorporated into the Work shall be new and of the most suitable grade for the purpose intended, unless otherwise specified in this Contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number shall be regarded as establishing a standard of quality and performance and shall not be construed as limiting competition.

Unless specifically directed by the Contracting Officer, the Contractor may use any equipment, material, article, or process that is equal to that named in the specifications, so long as it is of comparable quality and meets specified characteristics, or, if no such characteristics are specified, the relevant performance characteristics of the specified item.

III.D. Project Schedule

(1) The Project Schedule shall be a rational, reasonable and realistic plan for completing the Work, and conform to requirements specified in this clause and elsewhere in this Contract.

(2) The Contractor understands and acknowledges that the preparation and proper management of the Project Schedule is a material component of the Work, and that the Contract price includes all costs of compliance with Project Schedule requirements.

(3) The Project Schedule shall depict all major activities necessary to complete the Work.

(4) Prior to NTP, the Contractor shall submit its Project Schedule to the Contracting Officer. The Contractor shall submit the Project Schedule in PDF and hardcopy print format.

(5) The Project Schedule shall incorporate both major tasks as well as milestone events specified in the Contract, including, as applicable, NTP, Substantial Completion, and milestones related to specified work phases and site restrictions. The Project Schedule shall also include Contractor-defined milestones to identify target dates for critical events, based upon the Contractor's chosen sequence of work and be linked to the tasks that drive those milestones.

(6) Unless a shorter period for updates is specified elsewhere, the Contractor shall update the Project Schedule weekly to reflect its actual progress in completing the Work, and submit the updated Project Schedule to the Contracting Officer.

(7) If the Contractor revises the Project Schedule after initial submission, the Contractor shall provide in writing to the Contracting Officer a narrative describing the substance of the revision, the rationale for the revision, and the impact of the revision on the projected substantial completion date.

(8) If at any time the Contracting Officer finds that the Project Schedule does not comply with any Contract requirement, the Contractor shall, upon written notice of exceptions taken by the Contracting Officer, revise the Project Schedule, adjust activity progress, or provide sufficient information demonstrating compliance.

(9) If the Contractor fails to sufficiently address the Contracting Officer's exceptions to the Project Schedule within 15 calendar days of written notice of same, the Contracting Officer may withhold retainage until the Project is Substantially Complete or until such time as the Contractor has complied with Project Schedule requirements.

(10) The Contracting Officer shall be entitled, but not required, to rely upon the Project Schedule to evaluate the Contractor's progress, evaluate entitlement to extensions of time, and determine the criticality or float of any activities described in such Project Schedule.

III.E. Interpretation of Specifications and Drawings

(1) The specifications and drawings shall be interpreted to complement each other. Requirements set forth in the specifications and not shown on the drawings, or shown on the drawings and not set forth in the specifications, shall be of like effect as if shown or set forth in both.

(2) Different requirements within the Contract Documents shall be deemed inconsistent only if compliance with both cannot be achieved.

(3) If a requirement set forth in one location is more restrictive than that set forth elsewhere in the Contract Documents, requirements set forth in specifications shall govern over requirements set forth in drawings; otherwise, the more restrictive shall govern.

(4) In case of inconsistent requirements within the drawings, the following order of precedence shall apply:

(a) Requirements indicated in large-scale drawings shall govern over inconsistent requirements indicated in small-scale drawings.

(b) Requirements indicated in schedules shall govern over inconsistent information shown in drawings.

(5) Unless otherwise noted, the drawings shall be interpreted to provide for a complete construction, assembly, or installation of the Work, without regard to the detail with which material components are shown in the drawings.

(6) If any inconsistency within the drawings or specifications cannot be reconciled by reference to this clause, the Contractor shall promptly request a determination from the Contracting Officer as to which requirement shall govern. Election by the Contractor to follow either requirement without a determination from the Contracting Officer shall be at the Contractor's risk; should the Contracting Officer subsequently determine that the requirement not followed by the Contractor governs, the Contractor shall be responsible for all cost and time required to comply with the Contracting Officer's determination.

III.F. Submittals

(1) The Contractor shall prepare and submit to the Contracting Officer shop drawings, samples, calculations, product information, mockups, and other submittals (collectively, "submittals") demonstrating compliance with Contract requirements for all Work components as specified elsewhere in this Contract. If particular submittal requirements are not specified for a component of the Work, the Contractor shall prepare submittals for such Work as directed by the Contracting Officer.

(2) Prior to submission, the Contractor shall review all submittals for accuracy, completeness, compliance with Contract requirements, and coordination between different trades and subcontractors.